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Shear behavior of concrete filled circular FRP tubes

  • Michigan State University

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

1 Scopus citations

Abstract

An analytical approach is presented for predicting the shear load-deformation behavior of concrete filled circular FRP composite tubes with full- and non-composite interaction. The procedure integrates an iterative algorithm following the modified compression field theory in combination with a smeared shear modulus for cracked concrete and inclusion of extension/shear coupling effects of anisotropic FRP laminates. The analytical response was found to be in satisfactory agreement when compared with experimental data from large- and small-scale tests. The analytical method and results provide useful information and insight on the shear behavior of FRP/concrete members particularly on the contribution of the concrete core.

Original languageEnglish
Title of host publicationProceedings of the 2004 Structures Congress - Building on the Past
Subtitle of host publicationSecuring the Future
EditorsG.E. Blandford, G.E. Blandford
Pages147-154
Number of pages8
StatePublished - 2004
EventProceedings of the 2004 Structures Congress - Building on the Past: Securing the Future - Nashville, TN, United States
Duration: May 22 2004 → May 26 2004

Publication series

NameProceedings of the 2004 Structures Congress - Building on the Past: Securing the Future

Conference

ConferenceProceedings of the 2004 Structures Congress - Building on the Past: Securing the Future
Country/TerritoryUnited States
CityNashville, TN
Period05/22/04 → 05/26/04

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